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Soil Survey of Murray and Whitfield Counties, Georgia

Soil Survey of Murray and Whitfield Counties, Georgia

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148 <strong>Soil</strong> <strong>Survey</strong><br />

Local roads <strong>and</strong> streets have an all-weather surface <strong>and</strong> carry automobile <strong>and</strong> light<br />

truck traffic all year. They have a subgrade <strong>of</strong> cut or fill soil material; a base <strong>of</strong> gravel,<br />

crushed rock, or soil material stabilized by lime or cement; <strong>and</strong> a surface <strong>of</strong> flexible<br />

material (asphalt), rigid material (concrete), or gravel with a binder. The ratings are<br />

based on the soil properties that affect the ease <strong>of</strong> excavation <strong>and</strong> grading <strong>and</strong> the<br />

traffic-supporting capacity. The properties that affect the ease <strong>of</strong> excavation <strong>and</strong><br />

grading are depth to bedrock or a cemented pan, hardness <strong>of</strong> bedrock or a cemented<br />

pan, depth to a water table, ponding, flooding, the amount <strong>of</strong> large stones, <strong>and</strong> slope.<br />

The properties that affect the traffic-supporting capacity are soil strength (as inferred<br />

from the AASHTO group index number), subsidence, linear extensibility (shrink-swell<br />

potential), the potential for frost action, depth to a water table, <strong>and</strong> ponding.<br />

Shallow excavations are trenches or holes dug to a maximum depth <strong>of</strong> 5 or 6 feet<br />

for graves, utility lines, open ditches, or other purposes. The ratings are based on the<br />

soil properties that influence the ease <strong>of</strong> digging <strong>and</strong> the resistance to sloughing.<br />

Depth to bedrock or a cemented pan, hardness <strong>of</strong> bedrock or a cemented pan, the<br />

amount <strong>of</strong> large stones, <strong>and</strong> dense layers influence the ease <strong>of</strong> digging, filling, <strong>and</strong><br />

compacting. Depth to the seasonal high water table, flooding, <strong>and</strong> ponding may restrict<br />

the period when excavations can be made. Slope influences the ease <strong>of</strong> using<br />

machinery. <strong>Soil</strong> texture, depth to the water table, <strong>and</strong> linear extensibility (shrink-swell<br />

potential) influence the resistance to sloughing.<br />

Sanitary Facilities<br />

The table “Sewage Disposal” shows the degree <strong>and</strong> kind <strong>of</strong> soil limitations that<br />

affect septic tank absorption fields <strong>and</strong> sewage lagoons. The ratings are both verbal<br />

<strong>and</strong> numerical. Rating class terms indicate the extent to which the soils are limited by<br />

all <strong>of</strong> the soil features that affect these uses. Not limited indicates that the soil has<br />

features that are very favorable for the specified use. Good performance <strong>and</strong> very low<br />

maintenance can be expected. Somewhat limited indicates that the soil has features<br />

that are moderately favorable for the specified use. The limitations can be overcome or<br />

minimized by special planning, design, or installation. Fair performance <strong>and</strong> moderate<br />

maintenance can be expected. Very limited indicates that the soil has one or more<br />

features that are unfavorable for the specified use. The limitations generally cannot be<br />

overcome without major soil reclamation, special design, or expensive installation<br />

procedures. Poor performance <strong>and</strong> high maintenance can be expected.<br />

Numerical ratings in the tables indicate the severity <strong>of</strong> individual limitations. The<br />

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate<br />

gradations between the point at which a soil feature has the greatest negative impact<br />

on the use (1.00) <strong>and</strong> the point at which the soil feature is not a limitation (0.00).<br />

Septic tank absorption fields are areas in which effluent from a septic tank is<br />

distributed into the soil through subsurface tiles or perforated pipe. Only that part <strong>of</strong> the<br />

soil between depths <strong>of</strong> 24 <strong>and</strong> 60 inches is evaluated. The ratings are based on the<br />

soil properties that affect absorption <strong>of</strong> the effluent, construction <strong>and</strong> maintenance <strong>of</strong><br />

the system, <strong>and</strong> public health. Permeability, depth to a water table, ponding, depth to<br />

bedrock or a cemented pan, <strong>and</strong> flooding affect absorption <strong>of</strong> the effluent. Stones <strong>and</strong><br />

boulders, ice, <strong>and</strong> bedrock or a cemented pan interfere with installation. Subsidence<br />

interferes with installation <strong>and</strong> maintenance. Excessive slope may cause lateral<br />

seepage <strong>and</strong> surfacing <strong>of</strong> the effluent in downslope areas.<br />

Some soils are underlain by loose s<strong>and</strong> <strong>and</strong> gravel or fractured bedrock at a depth<br />

<strong>of</strong> less than 4 feet below the distribution lines. In these soils the absorption field may<br />

not adequately filter the effluent, particularly when the system is new. As a result, the<br />

ground water may become contaminated.<br />

Sewage lagoons are shallow ponds constructed to hold sewage while aerobic<br />

bacteria decompose the solid <strong>and</strong> liquid wastes. Lagoons should have a nearly level

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